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2008-009 (4)
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2008-009 (4)
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Last modified
3/21/2016 10:18:25 AM
Creation date
9/30/2015 11:53:24 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/08/2008
Control Number
2008-009 (4)
Agenda Item Number
11.I.1
Entity Name
H & J Contracting
Subject
CR 512 Phase IV Improvements
Area
CR 512
Project Number
9611
Bid Number
2008012
Supplemental fields
SmeadsoftID
6831
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r <br /> 4. The Contractor must submit his plan for testing to the Engineer for review at least five (5) <br /> working days before starting the test The Contractor shall remove and adequately <br /> r dispose of all blocking material and equipment after completion and acceptance of the <br /> field hydrostatic test, unless otherwise directed by the Engineer. Any damage to the <br /> pipe coating shall be repaired by the Contractor. Lines shall be totally free and clean <br /> r prior to final acceptance . <br /> 5. The Engineer or the Engineer's representative must be present during testing. <br /> 6. No thrust blocks shall be backfilled until inspected by IRCDUS inspectors . <br /> 7 . Before the pressure testing of new pipelines against existing Indian River County valves <br /> can commence, the lines shall be properly chlorinated, sampled , and bacteriologically <br /> approved. <br /> • H . Disinfecting Potable Water Pipelines <br /> 1 . Before being placed in service, all potable water pipelines shall be chlorinated in <br /> r accordance with the latest AWWA C-651 , "Standard Procedure for Disinfecting Water <br /> Mains. " The procedure shall be approved by the Engineer. The location of the <br /> chlorination and sampling points will be as specified by the Florida Department of <br /> r Environmental Protection , Water Distribution System Permit. Taps for chlorination and <br /> sampling shall be uncovered and balled by the Contractor, as required . <br /> 2. The general procedure for chlorination shall be first to flush all dirty or discolored water <br /> from the lines, and then introduce chlorine in approved dosages in accordance with <br /> Table 1 -1 through a tap at one end, while water is being withdrawn at the other end of <br /> the line. The chlorine solution shall remain in the pipeline for no less than 24 hours. <br /> r <br /> 3. Following the chlorination period , all treated water shall be flushed form the lines at their <br /> extremities and replaced with water from the distribution system . Bacteriological <br /> +. sampling and analysis of the replacement water shall then be made by the Engineer in <br /> full accordance with the AWWA Manual M23 . The Contractor will be required to re- <br /> chlorinate, if necessary. The line shall not be placed in service until the requirements of <br /> the State and County Environmental Health Department are met. <br /> 4. Special disinfection procedures shall be used in connections to existing mains, and <br /> where the method outlined above is not practical. <br /> 5 . The Contractor shall make all arrangements necessary with an independent commercial <br /> laboratory approved by the Department of Health & Rehabilitative Services (HRS) for <br /> r the collection and examination of samples of water from disinfected water mains. <br /> These samples shall be examined for compliance with HRS requirements. Sampling <br /> shall be made daily and continuously until two (2) successive examinations are found <br /> satisfactory. Should three examinations be found unsatisfactory, the line shall be <br /> flushed and disinfected again. Certified copies of all laboratory analysis shall be <br /> provided to the Owner. The cost of all sampling, flushing, and disinfecting shall be <br /> • included in the contract price, and no additional charge shall be made to the Owner for <br /> this work. County personnel shall operate all valves and be present to determine and <br /> control the volume of water used for flushing. <br />
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